Drilldown: bridge data

12133 (1) · 12184 (1) · 12185 (1) · 13705 (1) · 15581 (1) · 15793 (1) · 15893 (1)

AM (1) · MM (1)

03-03 (1) · 04-03 (1) · 12-02 (1)

Brevard (1) · Palm Beach (1) · Volusia (1)

Boynton Beach (1) · Cape Canaveral (1) · DeLand (1) · Delray Beach (1) · Malabar (1) · Wellington village (1)

00000 (1) · 00009 (1) · 00401 (1) · 00600 (1)

None (1)

'BOYNTON CANAL C-16 ' (1) · 'C-51 CANAL ' (1) · 'Intracoastal Waterway ' (1) · 'Little Haw Creek ' (1) · 'Service Rd & Canal ' (1) · 'Tillman Canal ' (1)

None (1)

'BIG BLUE TRACE ' (1) · 'G BUSH BLVD(NE8TH)' (1) · 'I-95 NB ' (1) · 'I-95 SB ' (1) · 'LAWRENCE ROAD ' (1) · 'SR-401 NB ' (1) · 'US-92 ' (1)

700034 (1) · 700117 (1) · 700119 (1) · 790093 (1) · 930026 (1) · 934212 (1) · 934914 (1)

'0.3MI E OF US-1 ' (1) · '0.8Mi N OF BOYNTON BCH B ' (1) · '2.3 MI E of US-17 ' (1) · 'AT SOUTHSIDE OF SR-80 ' (1) · 'I-95 NB - Tillman Canal ' (1) · 'I-95 SB- Tillman Canal ' (1) · 'SR-401 NB - Barge Canal ' (1)

26282666 (1) · 26321988 (1) · 26405365 (1) · 28004733 (1) · 28004737 (1) · 28243318 (1) · 29033853 (1)

80034367 (1) · 80062363 (1) · 80153155 (1) · 80375518 (1) · 80382659 (1) · 80382780 (1) · 81160650 (1)

County (1) · FDOT (1)

1944 (1) · 1949 (1) · 1964 (1) · 1972 (1) · 1975 (1) · 1980 (1)

2 (1) · 3 (1) · 4 (1) · 5 (1)

11100 (1) · 14600 (1) · 26000 (1) · 32250 (1) · 5900 (1) · 8368 (1)

2014 (1) · 2015 (1) · 2016 (1) · 2017 (1)

Highway (1) · Highway - Pedestrian (1)

Highway - Waterway (1) · Waterway (1)

Concrete (1) · Prestressed concrete (1) · Steel (1)

Culvert (1) · Movable - Bascule (1) · Slab (1) · Stringer/Multi-beam/Girder (1)

10 (1) · 48 (1) · 82 (1) · 9 (1) · 93 (1) · 96 (1)

0 (1) · 11 (1) · 14 (1) · 18 (1) · 20 (1) · 36 (1)

Good (1) · N/A (1) · Satisfactory (1)

Fair (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)

Good (1) · N/A (1) · Satisfactory (1)

Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. · Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. · Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. · Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. · Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. · Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. · Bridge closed because of channel failure. Corrective action may put back in light service. · N/A · No noticeable or noteworthy deficiencies which affect the condition of the channel. · Other · None

Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) · N/A (1)

01-17 (1) · 01-18 (1) · 04-17 (1) · 05-17 (1) · 06-16 (1) · 09-16 (1)

1 - way (1) · 2 - way (1)

None · 2005 · 1996 · 1997 · 1998 · 1999 · 2000 · 2001 · 2002 · 2003 · 2004 · 2006 · 1994 · 2007 · 2008 · 2009 · 2010 · 2011 · 2012 · 2013

Other values:

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Concrete Cast-in-Place (1) · Concrete Precast Panels (1) · N/A (1) · Open Grating (1)

Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) · Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) · Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)

10042 (1) · 10236 (1) · 19258 (1) · 25331 (1) · 45110 (1) · 55954 (1)

2036 (1) · 2037 (1) · 2038 (1) · 2039 (1)

None (1)